短肢剪力墙结构，Floor No. 2 Tower No. 1
Xstif= 24.0112(m) Ystif= 16.4788(m) Alf = 0.0000(Degree)
Xmass= 24.6400(m) Ymass= 16.2114(m) Gmass= 1205.0360(t)
Eex = 0.0243 Eey = 0.0136
Ratx = 0.5281 Raty = 0.4794
Ratx1= 1.7323 Raty1= 1.9447 薄弱层地震剪力放大系数= 1.00
RJX = 5.4505E+06(kN/m) RJY = 5.2459E+06(kN/m) RJZ = 0.0000E+00(kN/m)
请问正确吗？